Finite Element Modeling for Self-Compacting Reinforced Concrete Deep Beams Containing Web Openings

  • Authors

    • Ahlam Sader Mohammed
    • Laith Nasser Hussain
    2018-11-28
    https://doi.org/10.14419/ijet.v7i4.20.26416
  • deep beams, Finite element methods, non linear analyses, Shear strength, web openings.

  • Abstract

    A nonlinear limited component display is utilized to approve the consequences of limited component investigation with that of test work got from written works with the end goal to foresee execution of self-compacted strengthened solid; profound pillars incorporate roundabout web openings. Six indistinguishable profound bars were considered for this reason; one of them was strong that considered as a control bar. ANSYS PC program was utilized to accomplish the investigation of these bars. Examination between the test and limited component strategy results shows a satisfactory understanding with the goal that the proposed model can be embraced in future for further investigations. The diagnostic tests which were improved the situation different cases considered showed that the heap redirection conduct and a definitive burdens are in great concurrence with the distributed libratory results. The outcomes demonstrate that most extreme contrast between the anticipated numerical extreme burdens to the trial extreme load for all cases was under (14%); while the greatest rate distinction for redirection esteems was about 11%. Likewise, the extent of the openings and its area influence the heap conveying limit of the shafts.

     


     

  • References

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  • How to Cite

    Sader Mohammed, A., & Nasser Hussain, L. (2018). Finite Element Modeling for Self-Compacting Reinforced Concrete Deep Beams Containing Web Openings. International Journal of Engineering & Technology, 7(4.20), 546-552. https://doi.org/10.14419/ijet.v7i4.20.26416

    Received date: 2019-01-22

    Accepted date: 2019-01-22

    Published date: 2018-11-28